PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 05/26/10 EST. NO.31 TIME 01:14 PM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0441 1,180.78 E.W. @ F.A.(+) 112409 N 501247 0482 520.96 041410 Y 1798.0 0483 158.93 041910 Y 1803.0 0484 920.68 041610 N FWS350 0486 607.00 051310 Y 1840.0 0487 607.00 051210 Y 1841.0 0488 193.01 051110 Y 1842.0 0489 464.08 110709 N 501249 0490 55.87 111009 N 501250 0491 444.00 111109 N 501251 0492 358.47 042410 N SSS130 003 0060 300.00 E.W. @ F.A.(+) 043010 N 1845.0 008 0032 10,937.77 E.W. @ U.P (+) 100109 N 508-10 034 0013 7,100.94 E.W. @ F.A.(+) 042710 Y 1812.0 060 0010 1,963.46 E.W. @ F.A.(+) 061509 N MBI-50 061 0003 9,447.85 E.W. @ U.P (+) 032510 N PIS-01 083 0007 1,638.91 E.W. @ U.P (+) 041610 N CHR010 087 0010 2,045.79 E.W. @ F.A.(+) 042310 N 1821.0 0011 967.70 042510 N 1822.0 108 0021 2,656.94 E.W. @ F.A.(+) 041610 Y 1839.0 137 0002 19,527.57 E.W. @ F.A.(+) 012310 N 5144-6 140 0005 3,198.60 E.W. @ F.A.(+) 111609 N 1633.0 152 0001 4,493.46 E.W. @ F.A.(+) 040210 N 1814.0 0002 3,716.49 041410 N 1817.0 0003 1,554.07 042210 N 1819.0 0004 5,844.73 041910 N 1820.0 0005 11,702.97 043010 N 1828.0 0006 1,313.34 050310 N 1830.0 153 0001 982.66 E.W. @ F.A.(+) 022610 N 5153-1 0005 9,554.45 021710 N 5153 0 0007 6,982.23 021610 N 5153-9 111,440.71 TOTAL THIS ESTIMATE 7,299,881.16 TOTAL PREVIOUS ESTIMATE 7,411,321.87 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 05/26/10 EST. NO.31 TIME 01:14 PM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE REOPENING -14,400.00 05 LABOR COMPLIANCE -32,031.95 06 LATE REOPENING 14,400.00 06 ADD FOR PREVIOUS DED 27,803.55 09 LABOR COMPLIANCE -10,000.00 18 LABOR COMPLIANCE 11,928.40 21 LABOR COMPLIANCE 2,300.00 25 LABOR COMPLIANCE -6,000.00 28 LABOR COMPLIANCE 6,000.00 29 LATE REOPENING -28,000.00 31 -28,000.00 -28,000.00 TOTAL DEDUCTIONS -28,000.00 -28,000.00 PROGRAM CAS145 PAGE 1 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 01:14 PM ESTIMATE NO. 31 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/26/10 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-92-4.8/6.7 ----------------------- 04-ALA-880-15.6/17.6 FCI/GRANITE IN ALAMEDA COUNTY IN HAYWARD AT 25050 SANTA CLARA ST. VARIOUS LOCATIONS HAYWARD, CA 94544 FED. AID NO. N O N E RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,000.0000 8,000.00 0.250 2,000.00 02 TIME-RELATED OVERHEAD LS 8500,000.0000 18,500,000.00 0.025 462,500.00 0.622 11,507,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 100.0000 50,000.00 723.250 72,325.00 S) 04 TEMPORARY FENCE M 150.0000 153,000.00 1,134.460 170,169.00 S) (TYPE CL-1.8, SLATTED) 05 TEMPORARY FENCE (TYPE ESA) M 35.0000 45,500.00 844.400 29,554.00 06 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 450,000.0000 450,000.00 0.027 12,150.00 0.757 340,650.00 08 DEWATERING AND NON-STORM WATER LS 650,000.0000 650,000.00 0.025 16,250.00 0.725 471,250.00 DISCHARGE CONTROL 09 TEMPORARY SILT FENCE M 18.0000 32,400.00 33.530 603.54 6,965.090 125,371.62 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 30,000.00 27.000 81,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 50,000.00 2.000 10,000.00 43.000 215,000.00 12 MOVE-IN/MOVE-OUT EA 750.0000 3,000.00 7.000 5,250.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 330.0000 16,500.00 164.000 54,120.00 14 TEMPORARY HYDRAULIC MULCH M2 0.6500 27,625.00 86,211.600 56,037.54 (BONDED FIBER MATRIX) 15 TEMPORARY SLOPE PAVING M3 1,800.0000 126,000.00 0.000 0.00 16 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.900 90,000.00 S) 17 TRAFFIC CONTROL SYSTEM LS 1900,000.0000 1,900,000.00 0.025 47,500.00 0.614 1,166,600.00 S) 18 TYPE III BARRICADE EA 150.0000 1,050.00 44.000 6,600.00 S) 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 65.0000 18,850.00 268.644 17,461.86 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 397,200.00 3,071.200 12,284.80 85,943.146 343,772.58 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 21.0000 10,710.00 803.000 16,863.00 S) 22 TEMPORARY PAVEMENT MARKER EA 6.0000 154,800.00 425.000 2,550.00 19,082.000 114,492.00 S) PROGRAM CAS145 PAGE 2 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 01:14 PM ESTIMATE NO. 31 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,200.0000 12,000.00 11.000 13,200.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 18,000.0000 72,000.00 0.100 1,800.00 3.000 54,000.00 25 TEMPORARY RAILING (TYPE K) M 25.0000 1,130,000.00 1,160.460 29,011.50 34,148.420 853,710.50 S) 26 TEMPORARY CRASH CUSHION MODULE EA 450.0000 522,000.00 67.000 30,150.00 1,637.000 736,650.00 S) 27 TEMPORARY TRAFFIC SCREEN M 13.0000 587,600.00 1,335.300 17,358.90 28,346.540 368,505.02 S) 28 ABANDON CULVERT M 25.0000 66,500.00 49.500 1,237.50 1,099.170 27,479.25 29 ABANDON INLET EA 850.0000 52,700.00 1.000 850.00 25.000 21,250.00 30 ABANDON MANHOLE EA 1,630.0000 1,630.00 1.000 1,630.00 31 ABANDON SEWER M 70.0000 19,600.00 65.000 4,550.00 215.000 15,050.00 32 ABANDON WATER M 42.0000 23,520.00 74.000 3,108.00 184.000 7,728.00 33 REMOVE FENCE M 15.0000 2,250.00 522.540 7,838.10 34 REMOVE CHAIN LINK FENCE M 15.0000 12,000.00 1,257.800 18,867.00 35 REMOVE METAL BEAM GUARD RAILING M 35.0000 60,550.00 106.680 3,733.80 1,658.400 58,044.00 S) 36 REMOVE THRIE BEAM BARRIER M 42.0000 15,120.00 321.860 13,518.12 S) 37 REMOVE FLARED END SECTION EA 500.0000 500.00 0.000 0.00 38 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 12.0000 159,600.00 10,079.440 120,953.28 STRIPE 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 75,200.00 21,439.033 85,756.13 40 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 13,500.00 169.220 5,076.60 41 REMOVE PAVEMENT MARKER EA 2.0000 21,600.00 51.000 102.00 11,388.000 22,776.00 42 REMOVE ROADSIDE SIGN EA 125.0000 14,375.00 50.000 6,250.00 43 REMOVE SIGN STRUCTURE EA 4,600.0000 59,800.00 3.000 13,800.00 8.000 36,800.00 S) 44 REMOVE BRIDGE MOUNTED SIGN EA 4,060.0000 24,360.00 1.000 4,060.00 5.000 20,300.00 S) 45 REMOVE CULVERT M 117.0000 38,610.00 592.278 69,296.53 46 REMOVE INLET EA 812.0000 19,488.00 22.000 17,864.00 47 REMOVE HEADWALL EA 1,300.0000 11,700.00 16.000 20,800.00 48 REMOVE MANHOLE (SEWER) EA 1,250.0000 3,750.00 2.000 2,500.00 3.000 3,750.00 49 REMOVE BASE AND SURFACING M3 15.5000 255,750.00 315.000 4,882.50 5,504.240 85,315.72 PROGRAM CAS145 PAGE 3 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 01:14 PM ESTIMATE NO. 31 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SALVAGE FRAME AND GRATE EA 150.0000 300.00 2.000 300.00 51 RELOCATE REMOTE CONTROL VALVE EA 3,000.0000 6,000.00 0.000 0.00 52 RELOCATE ROADSIDE SIGN-ONE POST EA 650.0000 650.00 1.000 650.00 53 ADJUST INLET EA 1,500.0000 40,500.00 1.000 1,500.00 12.000 18,000.00 54 MODIFY INLET EA 2,500.0000 60,000.00 8.000 20,000.00 55 MODIFY MANHOLE (SEWER) EA 10,000.0000 20,000.00 3.000 30,000.00 56 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.6000 280,800.00 0.000 0.00 S) 57 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 58 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M3 123.0000 22,140.00 1.090 134.07 217.680 26,774.64 59 REMOVE CELLULAR CONCRETE M3 250.0000 32,500.00 0.000 0.00 60 REMOVE CONCRETE CURB M3 111.0000 21,090.00 26.420 2,932.62 772.660 85,765.26 61 REMOVE CONCRETE BARRIER M 44.0000 102,080.00 60.000 2,640.00 3,243.830 142,728.52 62 CLEAN BRIDGE DECK M2 2.0000 10,080.00 0.000 0.00 F) 63 CAP INLET EA 1,500.0000 12,000.00 7.000 10,500.00 64 REMOVE CRASH CUSHION (SAND FILLED) EA 2,500.0000 7,500.00 1.000 2,500.00 65 PUMP PLANT EQUIPMENT REMOVAL LS 30,000.0000 30,000.00 0.000 0.00 66 BRIDGE REMOVAL, LOCATION A LS 600,000.0000 600,000.00 0.500 300,000.00 1.000 600,000.00 67 BRIDGE REMOVAL, LOCATION B LS 250,000.0000 250,000.00 0.700 175,000.00 68 BRIDGE REMOVAL, LOCATION C LS 135,000.0000 135,000.00 0.000 0.00 69 BRIDGE REMOVAL, LOCATION D LS 76,000.0000 76,000.00 1.000 76,000.00 70 BRIDGE REMOVAL (PORTION), LOCATION E LS 21,000.0000 21,000.00 1.000 21,000.00 71 BRIDGE REMOVAL (PORTION), LOCATION F LS 103,000.0000 103,000.00 1.000 103,000.00 72 BRIDGE REMOVAL (PORTION), LOCATION G LS 50,000.0000 50,000.00 0.000 0.00 73 SURVEY OF EXISTING NON HIGHWAY LS 90,000.0000 90,000.00 1.000 90,000.00 FACILITIES 74 CLEARING AND GRUBBING LS 207,900.0000 207,900.00 1.000 207,900.00 75 DEVELOP WATER SUPPLY LS 24,750.0000 24,750.00 0.025 618.75 0.750 18,562.50 76 ROADWAY EXCAVATION M3 36.0000 5,220,000.00 8,811.250 317,205.00 167,583.310 6,032,999.16 PROGRAM CAS145 PAGE 4 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 01:14 PM ESTIMATE NO. 31 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADWAY EXCAVATION (TYPE Z-3) M3 250.0000 30,000.00 124.000 31,000.00 (AERIALLY DEPOSITED LEAD) 78 ROADWAY EXCAVATION (TYPE Y-2) M3 28.0000 352,800.00 22,458.660 628,842.48 (AERIALLY DEPOSITED LEAD) 79 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 80 STRUCTURE EXCAVATION (BRIDGE) M3 150.0000 366,750.00 258.000 38,700.00 1,758.140 263,721.00 F) 81 STRUCTURE EXCAVATION (TYPE D) M3 300.0000 1,030,200.00 225.000 67,500.00 2,312.120 693,636.00 F) 82 STRUCTURE EXCAVATION (PUMPING PLANT) M3 90.0000 421,200.00 4,680.000 421,200.00 F) 83 STRUCTURE BACKFILL (PUMPING PLANT) M3 75.0000 238,500.00 1,099.000 82,425.00 1,368.000 102,600.00 F) 84 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 512,400.00 2,610.100 208,808.00 F) 85 STRUCTURE EXCAVATION (LAGGING WALL) M3 25.0000 174,100.00 6,823.330 170,583.25 F) 86 STRUCTURE EXCAVATION (TIEBACK WALL) M3 100.0000 38,300.00 383.000 38,300.00 F) 87 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 360,600.00 145.000 10,875.00 1,970.830 147,812.25 F) 88 STRUCTURE BACKFILL (LAGGING WALL) M3 90.0000 225,270.00 2,343.000 210,870.00 F) 89 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 294,480.00 2,685.000 241,650.00 F) 90 STRUCTURE BACKFILL (TIEBACK WALL) M3 180.0000 1,980.00 11.000 1,980.00 F) 91 PERVIOUS BACKFILL MATERIAL M3 150.0000 3,405.00 5.000 750.00 92 SAND BACKFILL M3 10.0000 5,200.00 9.200 92.00 266.810 2,668.10 93 LEAN CONCRETE BACKFILL M3 375.0000 4,875.00 13.000 4,875.00 F) 94 LIGHTWEIGHT MATERIAL M3 350.0000 45,500.00 130.000 45,500.00 (CELLULAR CONCRETE) 95 EARTH RETAINING STRUCTURE, LOCATION A M2 675.0000 462,375.00 0.000 0.00 F) 96 EARTH RETAINING STRUCTURE, LOCATION B M2 675.0000 219,375.00 0.000 0.00 F) 97 EARTH RETAINING STRUCTURE, LOCATION C M2 675.0000 438,750.00 0.000 0.00 F) 98 EARTH RETAINING STRUCTURE, LOCATION D M2 675.0000 219,375.00 0.000 0.00 F) 99 IMPORTED BORROW M3 10.0000 1,220,000.00 18,392.000 183,920.00 53,920.820 539,208.20 00 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 75.0000 825,000.00 11,587.960 869,097.00 01 GEOSYNTHETIC REINFORCED EMBANKMENT M2 75.0000 354,750.00 1,259.100 94,432.50 4,693.440 352,008.00 02 SETTLEMENT INSTRUMENTATION LS 175,000.0000 175,000.00 0.300 52,500.00 0.700 122,500.00 03 GROUND IMPROVEMENT M3 190.0000 2,565,000.00 5,635.000 1,070,650.00 PROGRAM CAS145 PAGE 5 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 01:14 PM ESTIMATE NO. 31 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 EROSION CONTROL (NETTING) M2 5.0000 7,500.00 3,275.000 16,375.00 S) 05 STRAW (EROSION CONTROL) TONN 550.0000 11,000.00 3.120 1,716.00 S) 06 FIBER (EROSION CONTROL) KG 1.0000 3,200.00 499.200 499.20 S) 07 FIBER ROLLS M 13.0000 101,400.00 711.820 9,253.66 S) 08 COMPOST (EROSION CONTROL) M3 350.0000 28,000.00 12.480 4,368.00 S) 09 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,000.00 1.000 750.00 S) 10 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 46,800.00 54.600 7,098.00 S) 11 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 1,420.00 109.200 218.40 S) 12 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 13 50 MM SPRINKLER CONTROL CONDUIT M 15.0000 1,950.00 17.000 255.00 S) 14 75 MM GALVANIZED STEEL PIPE M 75.0000 9,750.00 0.000 0.00 (SUPPLY LINE) 15 NPS 3 SUPPLY LINE (BRIDGE) M 225.0000 53,100.00 63.000 14,175.00 16 200 MM PLASTIC PIPE (PR200) M 25.0000 14,500.00 225.100 5,627.50 S) (RECLAIMED WATER) 17 WATER METER EA 4,000.0000 8,000.00 0.000 0.00 S) 18 200 MM CORRUGATED HIGH DENSITY M 146.0000 71,540.00 97.680 14,261.28 S) POLYETHYLENE PIPE CONDUIT 19 450 MM CORRUGATED HIGH DENSITY M 140.0000 4,620.00 8.230 1,152.20 S) POLYETHYLENE CONDUIT PIPE (RECLAIMED WATER) 20 EXTEND 200 MM CONDUIT M 140.0000 2,520.00 3.000 420.00 S) 21 CLASS 4 AGGREGATE SUBBASE M3 65.0000 2,210,000.00 732.300 47,599.50 18,977.000 1,233,505.00 22 CLASS 2 AGGREGATE BASE M3 75.0000 304,500.00 729.100 54,682.50 23 CLASS 3 AGGREGATE BASE M3 55.0000 803,000.00 7,367.710 405,224.05 24 LEAN CONCRETE BASE M3 400.0000 3,676,000.00 5,436.790 2,174,716.00 25 ASPHALT TREATED PERMEABLE BASE M3 225.0000 465,750.00 871.040 195,984.00 26 ASPHALT CONCRETE (TYPE A) TONN 90.0000 5,859,000.00 2,570.430 231,338.70 52,700.940 4,743,084.60 27 ASPHALT CONCRETE (OPEN GRADED) TONN 130.0000 1,183,000.00 0.000 0.00 28 ASPHALT CONCRETE BASE (TYPE A) TONN 82.0000 660,100.00 21.260 1,743.32 5,918.760 485,338.32 29 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 131,400.00 3,012.210 60,244.20 AREA) PROGRAM CAS145 PAGE 6 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 01:14 PM ESTIMATE NO. 31 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.5000 845.00 45.480 295.62 31 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.5000 41,015.00 1,833.230 11,916.00 32 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.5000 4,225.00 243.580 1,583.27 33 SHOULDER RUMBLE STRIP STA 200.0000 7,400.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 34 LIQUID ASPHALT (PRIME COAT) TONN 1,500.0000 21,000.00 0.220 330.00 21.150 31,725.00 35 CONCRETE PAVEMENT M3 385.0000 2,498,650.00 4,365.900 1,680,871.50 36 SEAL PAVEMENT JOINT M 20.0000 266,000.00 461.422 9,228.44 7,762.900 155,258.00 37 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 585.0000 2,915,640.00 5,378.050 3,146,159.25 S) PILING 38 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 35,000.00 16.000 11,200.00 S) PILING 39 FURNISH PILING (CLASS 900) M 200.0000 2,102,400.00 10,512.000 2,102,400.00 (ALTERNATIVE W) 40 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,200.0000 554,400.00 415.000 498,000.00 S) 41 FURNISH PILING (CLASS 625) M 100.0000 66,300.00 660.000 66,000.00 42 DRIVE PILE (CLASS 625) EA 1,650.0000 54,450.00 33.000 54,450.00 43 FURNISH PILING (CLASS 625) M 160.0000 2,150,400.00 10,955.000 1,752,800.00 (ALTERNATIVE W) 44 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,000.0000 626,000.00 75.000 75,000.00 231.000 231,000.00 S) 45 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 670.0000 391,280.00 437.000 292,790.00 PILING (610 MM) 46 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 4,000.0000 96,000.00 18.000 72,000.00 S) PILE (610 MM) 47 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.607 242,800.00 S) 48 TIEBACK ANCHOR EA 2,600.0000 213,200.00 82.000 213,200.00 S) 49 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 1,015,850.00 70.000 38,500.00 1,086.960 597,828.00 F) 50 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 12,897,500.00 211.000 232,100.00 7,108.970 7,819,867.00 F) 51 STRUCTURAL CONCRETE, RETAINING WALL M3 950.0000 3,521,650.00 3,566.970 3,388,621.50 F) 52 STRUCTURAL CONCRETE, SOUND WALL FOOTING M3 1,500.0000 19,500.00 13.000 19,500.00 F) 53 STRUCTURE CONCRETE (PUMPING PLANT) M3 880.0000 633,600.00 653.630 575,194.40 F) 54 STRUCTURAL CONCRETE, BARRIER SLAB M3 640.0000 305,280.00 0.000 0.00 F) 55 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 48,000.00 9.000 13,500.00 F) (TYPE EQ) 56 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 431,100.00 158.000 142,200.00 F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 01:14 PM ESTIMATE NO. 31 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 CLASS A CONCRETE (BOX CULVERT) M3 6,500.0000 78,000.00 12.000 78,000.00 58 MINOR CONCRETE (MINOR STRUCTURE) M3 1,750.0000 929,250.00 10.280 17,990.00 269.418 471,481.50 F) 59 MINOR CONCRETE (PILE CAP) M3 950.0000 214,700.00 226.000 214,700.00 F) 60 INSTALL PERCAST MEDALLION PANEL EA 5,000.0000 20,000.00 1.000 5,000.00 61 ARCHITECTURAL TREATMENT M2 85.0000 427,295.00 4,729.480 402,005.80 F) 62 DRILL AND BOND DOWEL M 85.0000 8,755.00 158.200 13,447.00 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 30,000.00 2.000 30,000.00 S) GIRDER (25 M - 30 M) 64 FURNISH PRECAST PRESTRESSED CONCRETE EA 17,500.0000 35,000.00 2.000 35,000.00 S) GIRDER (30 M - 35 M) 65 ERECT PRECAST CONCRETE GIRDER EA 5,000.0000 20,000.00 4.000 20,000.00 S) 66 CONCRETE CLOSURE WALL M2 700.0000 196,000.00 172.860 121,002.00 F) 67 REFINISH BRIDGE DECK M2 250.0000 13,500.00 0.000 0.00 68 SOUND WALL (MASONRY BLOCK) M2 220.0000 1,066,780.00 559.000 122,980.00 4,118.000 905,960.00 SF) 69 PTFE BEARING EA 5,300.0000 169,600.00 32.000 169,600.00 S) 70 JOINT SEAL (MR 30 MM) M 330.0000 1,980.00 0.000 0.00 S) 71 JOINT SEAL (MR 15 MM) M 250.0000 5,750.00 0.000 0.00 S) 72 JOINT SEAL ASSEMBLY (MR 90 MM) M 800.0000 34,400.00 21.500 17,200.00 S) 73 JOINT SEAL ASSEMBLY (MR 100 MM) M 875.0000 60,375.00 39.300 34,387.50 S) 74 JOINT SEAL (MR 50 MM) M 340.0000 41,820.00 17.000 5,780.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 4,672,086.00 36,361.000 72,722.00 1,408,723.460 2,817,446.92 SF) 76 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 1,859,258.00 927,794.000 1,855,588.00 SF) 77 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 3,534.00 1,178.200 3,534.60 SF) 78 BAR REINFORCING STEEL (PUMPING PLANT) KG 2.5000 211,500.00 81,511.000 203,777.50 SF) 79 SHOTCRETE M3 1,050.0000 129,150.00 121.000 127,050.00 F) 80 TREAT BRIDGE DECK M2 2.1000 10,584.00 0.000 0.00 81 FURNISH BRIDGE DECK TREATMENT MATERIAL L 24.0000 54,960.00 0.000 0.00 (LOW ODOR) 82 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 14.0000 93,184.00 0.000 0.00 F) WITH WALKWAY) 83 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 7.0000 46,592.00 0.000 0.00 SF)WITH WALKWAY) PROGRAM CAS145 PAGE 8 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 01:14 PM ESTIMATE NO. 31 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 1,369,800.00 62,065.000 558,585.00 F) 85 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 152,200.00 62,065.000 62,065.00 SF) 86 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 132.0000 72,204.00 184.350 24,334.20 87 FURNISH LAMINATED PANEL SIGN M2 185.0000 13,690.00 0.000 0.00 (25.4 MM-TYPE A) 88 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 6,075.00 13.890 1,875.15 (1.6 MM-UNFRAMED) 89 FURNISH SINGLE SHEET ALUMINUM SIGN M2 139.0000 7,923.00 13.670 1,900.13 (2.0 MM-UNFRAMED) 90 FURNISH SINGLE SHEET ALUMINUM SIGN M2 171.0000 1,710.00 0.000 0.00 (1.6 MM-FRAMED) 91 FURNISH SINGLE SHEET ALUMINUM SIGN M2 185.0000 925.00 0.000 0.00 (2.0 MM-FRAMED) 92 1372 MM CAST-IN-DRILLED-HOLE M 4,675.0000 341,275.00 23.750 111,031.25 S) CONCRETE PILE (SIGN FOUNDATION) 93 1524 MM CAST-IN-DRILLED-HOLE M 6,450.0000 335,400.00 43.200 278,640.00 S) CONCRETE PILE (SIGN FOUNDATION) 94 METAL (BARRIER MOUNTED SIGN) KG 75.0000 8,250.00 0.000 0.00 F) 95 METAL (SOUND WALL MOUNTED SIGN) KG 75.0000 52,500.00 0.000 0.00 F) 96 ROADSIDE SIGN - ONE POST EA 350.0000 28,000.00 22.000 7,700.00 97 ROADSIDE SIGN - TWO POST EA 725.0000 7,250.00 0.000 0.00 98 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 440.00 1.000 110.00 METHOD) 99 INSTALL SIGN PANEL ON EXISTING FRAME M2 105.0000 4,515.00 17.040 1,789.20 00 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 580.0000 1,850,200.00 148.750 86,275.00 2,447.986 1,419,831.88 01 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 590.0000 135,700.00 99.100 58,469.00 02 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 650.0000 871,000.00 36.580 23,777.00 790.300 513,695.00 03 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 660.0000 330,000.00 42.670 28,162.20 184.950 122,067.00 04 750 MM ALTERNATIVE PIPE CULVERT M 700.0000 3,360.00 36.480 25,536.00 05 900 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 850.0000 680,000.00 436.220 370,787.00 06 900 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 950.0000 15,200.00 0.000 0.00 07 975 MM ALTERNATIVE PIPE CULVERT M 1,000.0000 1,000.00 0.000 0.00 08 1050 MM ALTERNATIVE PIPE CULVERT M 1,300.0000 195,000.00 145.690 189,397.00 (TYPE A) 09 1050 MM ALTERNATIVE PIPE CULVERT M 1,300.0000 81,900.00 64.670 84,071.00 (TYPE B) 10 1200 MM ALTERNATIVE PIPE CULVERT M 1,400.0000 92,400.00 2.000 2,800.00 PROGRAM CAS145 PAGE 9 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 01:14 PM ESTIMATE NO. 31 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 150 MM PLASTIC PIPE M 200.0000 26,000.00 12.800 2,560.00 12 200 MM PLASTIC PIPE M 260.0000 8,840.00 24.380 6,338.80 13 300 MM PLASTIC PIPE M 260.0000 24,960.00 0.000 0.00 14 457 MM HIGH DENSITY POLYETHYLENE PIPE M 500.0000 6,500.00 13.000 6,500.00 (OPEN TRENCH) 15 533 MM HIGH DENSITY POLYETHYLENE PIPE M 525.0000 115,500.00 221.000 116,025.00 (OPEN TRENCH) 16 762 MM HIGH DENSITY POLYETHYLENE PIPE M 550.0000 29,150.00 53.000 29,150.00 CONCRETE CASING (OPEN TRENCH) 17 457 MM POLYVINYL CHLORIDE PIPE M 590.0000 147,500.00 137.160 80,924.40 (OPEN TRENCH) 18 900 MM REINFORCED CONCRETE PRESSURE M 800.0000 152,000.00 131.700 105,360.00 PIPE (CLASS III) 19 1050 MM REINFORCED CONCRETE PRESSURE M 750.0000 60,000.00 80.500 60,375.00 PIPE (CLASS III) 20 JACKED 300 MM REINFORCED CONCRETE PIPE M 3,500.0000 140,000.00 0.000 0.00 (UNDERDRAIN) 21 JACKED 450 MM REINFORCED CONCRETE PIPE M 4,000.0000 144,000.00 36.000 144,000.00 (CLASS III) 22 JACKED 1200 MM REINFORCED CONCRETE PIPE M 5,000.0000 200,000.00 0.000 0.00 (CLASS III, RUBBER GASKET JOINT) 23 JACKED 1500 MM REINFORCED CONCRETE PIPE M 4,800.0000 360,000.00 73.150 351,120.00 (CLASS III, RUBBER GASKET JOINT) 24 300 MM CORRUGATED STEEL PIPE M 200.0000 24,000.00 45.240 9,048.00 25 525 MM X 375 MM CORRUGATED STEEL PIPE M 400.0000 1,120.00 4.570 1,828.00 ARCH (2.01 MM THICK) 26 GEOCOMPOSITE DRAIN M2 11.0000 5,489.00 638.420 7,022.62 27 80 MM PLASTIC PIPE (EDGE DRAIN) M 35.0000 163,800.00 2,578.980 90,264.30 28 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 100.0000 26,000.00 1.830 183.00 101.280 10,128.00 29 DRAINAGE WICK M 10.0000 911,000.00 77,601.010 776,010.10 30 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 75.0000 1,275,000.00 10,742.690 805,701.75 31 150 MM ALTERNATIVE PIPE UNDERDRAIN M 55.0000 123,750.00 47.560 2,615.80 1,489.360 81,914.80 32 200 MM ALTERNATIVE PIPE UNDERDRAIN M 80.0000 216,000.00 1,698.190 135,855.20 33 300 MM ALTERNATIVE PIPE UNDERDRAIN M 100.0000 9,500.00 0.000 0.00 34 450 MM ALTERNATIVE SLOTTED PIPE M 400.0000 388,000.00 475.490 190,196.00 35 450 MM CORRUGATED STEEL PIPE RISER M 1,400.0000 1,120.00 0.910 1,274.00 (2.01 MM THICK) 36 WELDED STEEL PIPE CASING (BRIDGE) M 360.0000 23,760.00 24.000 8,640.00 37 305 MM WELDED STEEL PIPE M 3,800.0000 311,600.00 0.000 0.00 (BURIED PIPE) PROGRAM CAS145 PAGE 10 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 01:14 PM ESTIMATE NO. 31 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 305 MM WELDED STEEL PIPE M 550.0000 42,900.00 0.000 0.00 (IN BRIDGE) 39 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 3,000.00 2.000 600.00 40 900 MM PRECAST CONCRETE PIPE INLET M 1,200.0000 4,800.00 0.000 0.00 41 203 MM HIGH DENSITY POLYETHYLENE PIPE M 3,250.0000 74,750.00 23.000 74,750.00 (JACK AND BORE) 42 533 MM HIGH DENSITY POLYETHYLENE PIPE M 4,500.0000 382,500.00 85.000 382,500.00 (MICROTUNNELING) 43 457 MM DUCTILE IRON PIPE M 6,000.0000 1,020,000.00 170.000 1,020,000.00 (MICROTUNNELING) 44 CONSTRUCT MANHOLE (SEWER) EA 10,600.0000 84,800.00 10.000 106,000.00 45 ROCK SLOPE PROTECTION M3 150.0000 7,200.00 4.000 600.00 (BACKING NO. 1, METHOD B) 46 SLOPE PAVING (CONCRETE) M3 3,000.0000 21,000.00 0.000 0.00 F) 47 GABION-FACED REINFORCED EMBANKMENT M3 273.0000 297,570.00 1,139.110 310,977.03 48 ROCK SLOPE PROTECTION FABRIC M2 20.0000 1,920.00 8.000 160.00 49 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 546,000.00 336.100 235,270.00 CONSTRUCTION) 50 MINOR CONCRETE (GUTTER) M3 750.0000 83,250.00 19.586 14,689.50 F) 51 MINOR CONCRETE (BROOM FINISH) M3 600.0000 168,000.00 30.460 18,276.00 52 DRAINAGE PUMPING EQUIPMENT LS 260,000.0000 260,000.00 0.000 0.00 S) 53 PUMPING PLANT ELECTRICAL EQUIPMENT LS 200,000.0000 200,000.00 0.000 0.00 S) 54 MISCELLANEOUS IRON AND STEEL KG 7.0000 324,632.00 542.000 3,794.00 20,959.000 146,713.00 SF) 55 MISCELLANEOUS METAL KG 10.0000 17,420.00 1,742.000 17,420.00 SF) 56 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 42,000.00 1,195.000 17,925.00 SF) 57 MISCELLANEOUS METAL (RESTRAINER) KG 45.0000 15,975.00 355.000 15,975.00 SF) 58 PUMPING PLANT METAL WORK KG 10.0000 104,000.00 7,000.000 70,000.00 SF) 59 CHAIN LINK FENCE (TYPE CL-0.9, M 75.0000 19,500.00 263.180 19,738.50 S) VINYL-CLAD) 60 CHAIN LINK FENCE (TYPE CL-1.8, M 150.0000 58,500.00 314.300 47,145.00 SF)VINYL-CLAD) 61 WOOD FENCE M 150.0000 22,500.00 111.340 16,701.00 S) 62 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 2.000 4,000.00 S) 63 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,000.0000 3,000.00 0.000 0.00 S) 64 5.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 4,000.0000 4,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 01:14 PM ESTIMATE NO. 31 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 5.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 4,000.0000 4,000.00 0.000 0.00 S) 66 SURVEY MONUMENT (TYPE D) EA 1,000.0000 12,000.00 0.000 0.00 67 MILEPOST MARKER EA 40.0000 320.00 0.000 0.00 68 DRAINAGE INLET MARKER EA 75.0000 2,400.00 0.000 0.00 69 OBJECT MARKER (TYPE K-1) EA 30.0000 120.00 1.000 30.00 70 OBJECT MARKER (TYPE L-1) EA 40.0000 1,480.00 1.000 40.00 71 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 86,700.00 309.560 26,312.60 S) 72 CHAIN LINK RAILING (TYPE 7) M 150.0000 89,250.00 140.150 21,022.50 SF) 73 CONCRETE BARRIER (TYPE 25) M 250.0000 18,750.00 75.000 18,750.00 F) 74 CONCRETE BARRIER (TYPE 26) M 490.0000 103,880.00 66.580 32,624.20 F) 75 DOUBLE THRIE BEAM BARRIER M 225.0000 13,500.00 0.000 0.00 S) 76 REPLACE CONCRETE BARRIER (PULL BOX) M 1,000.0000 11,000.00 0.000 0.00 S) 77 CABLE RAILING M 80.0000 3,200.00 51.180 4,094.40 SF) 78 TRANSITION RAILING (TYPE WB) EA 4,200.0000 79,800.00 7.000 29,400.00 S) 79 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 25,000.00 8.000 8,000.00 S) 80 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 18,000.00 4.000 12,000.00 S) 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 87,000.00 9.000 27,000.00 S) 82 CRASH CUSHION, SAND FILLED EA 8,500.0000 51,000.00 1.000 8,500.00 S) 83 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 S) 84 CRASH CUSHION (TYPE CAT) BACKUP EA 400.0000 400.00 0.000 0.00 S) 85 CRASH CUSHION (ADIEM) EA 32,000.0000 64,000.00 0.000 0.00 S) 86 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 100,000.00 0.000 0.00 S) 87 CONCRETE BARRIER (TYPE 60) M 330.0000 277,200.00 251.520 83,001.60 88 CONCRETE BARRIER (TYPE 60C) M 625.0000 1,225,000.00 1,523.600 952,250.00 89 CONCRETE BARRIER (TYPE 60D) M 172.0000 375,648.00 1,588.300 273,187.60 F) 90 CONCRETE BARRIER (TYPE 60E) M 840.0000 1,050,000.00 82.500 69,300.00 91 CONCRETE BARRIER (TYPE 732 MODIFIED) M 240.0000 306,480.00 457.300 109,752.00 F) PROGRAM CAS145 PAGE 12 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 01:14 PM ESTIMATE NO. 31 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 CONCRETE BARRIER (TYPE 742 MOD) M 315.0000 171,360.00 261.000 82,215.00 F) 93 CONCRETE BARRIER (TYPE 736A) M 220.0000 36,300.00 165.000 36,300.00 F) 94 CONCRETE BARRIER (TYPE 736A MOD) M 265.0000 94,605.00 234.540 62,153.10 F) 95 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 21,000.00 161.628 8,081.40 S) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8500 59,200.00 1,455.020 2,691.79 S) 97 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4500 857.50 0.000 0.00 S) 98 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2500 34,807.50 659.400 2,802.45 S) 99 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 18,120.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 156.75 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 01 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 1,749.00 135.000 222.75 S) (BROKEN 5.18 M - 2.14 M) 02 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 120.00 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 03 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 21,390.00 627.000 1,881.00 S) 04 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 35,880.00 569.000 3,414.00 S) 05 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 06 SIGNAL AND LIGHTING (LOCATION 2) LS 140,000.0000 140,000.00 0.200 28,000.00 0.733 102,620.00 S) 07 SIGNAL AND LIGHTING (LOCATION 3) LS 200,000.0000 200,000.00 0.856 171,200.00 S) 08 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 180,000.0000 180,000.00 0.941 169,380.00 S) 09 LIGHTING (CITY STREET) LS 50,000.0000 50,000.00 0.079 3,950.00 S) 10 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.019 3,800.00 0.683 136,600.00 S) (STAGE CONSTRUCTION) 11 LIGHTING AND SIGN ILLUMINATION LS 760,000.0000 760,000.00 0.001 760.00 0.595 452,200.00 S) 12 TRAFFIC OPERATIONS SYSTEM LS 800,000.0000 800,000.00 0.380 304,000.00 S) 13 CAMERA UNIT EA 7,000.0000 42,000.00 3.000 21,000.00 S) 14 PAN/TILT UNIT EA 5,000.0000 30,000.00 3.000 15,000.00 S) 15 CAMERA CONTROL UNIT EA 5,700.0000 22,800.00 0.000 0.00 S) 16 VIDEO ENCODER UNIT EA 35,000.0000 140,000.00 0.000 0.00 S) 17 INTEGRATED SERVICES DIGITAL NETWORK EA 600.0000 2,400.00 0.000 0.00 S) TERMINAL ADAPTER UNIT 18 EXTINGUISHABLE MESSAGE SIGN PANEL EA 8,000.0000 72,000.00 8.750 70,000.00 S) (LED) PROGRAM CAS145 PAGE 13 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 01:14 PM ESTIMATE NO. 31 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 18,000.00 0.000 0.00 S) WIRELESS MODEM ASSEMBLY 20 LONG LEAD-IN CABLE LOOP DETECTOR (LLLD) EA 1,000.0000 4,000.00 0.000 0.00 S) SENSOR UNIT 21 FIBER OPTIC CONDUIT LS 400,000.0000 400,000.00 0.797 318,800.00 S) 22 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 23 TEMPORARY CULVERT M 162.0000 42,120.00 226.500 36,693.00 24 TEMPORARY INLET EA 1,260.0000 12,600.00 4.000 5,040.00 25 TEMPORARY FLARED END SECTION EA 250.0000 2,000.00 5.000 1,250.00 26 TMEPORARY CRASH CUSHION (ADIEM) EA 32,000.0000 64,000.00 2.000 64,000.00 27 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 430.0000 74,820.00 176.900 76,067.00 S) PILING 28 300 MM ALTERNATIVE PIPE CULVERT M 125.0000 1,000.00 0.000 0.00 29 JACKED 1050 MM REINFORCED CONCRETE PIPE M 3,630.0000 471,900.00 91.760 333,088.80 (CLASS III, RUBBER GASKET JOINT) 30 450 MM CORRUGATED STEEL PIPE M 400.0000 1,200.00 0.000 0.00 (1.63 MM THICK) 31 300 MM ALTERNATIVE FLARED END SECTION EA 250.0000 1,250.00 0.000 0.00 32 600 MM ALTERNATIVE FLARED END SECTION EA 300.0000 4,800.00 0.000 0.00 33 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 34 BRIDGE REMOVAL (PORTION), LOCATION H LS 40,000.0000 40,000.00 1.000 40,000.00 35 BRIDGE REMOVAL (PORTION), LOCATION I LS 35,000.0000 35,000.00 1.000 35,000.00 36 BRIDGE REMOVAL (PORTION), LOCATION J LS 20,000.0000 20,000.00 1.000 20,000.00 37 BRIDGE REMOVAL (PORTION), LOCATION K LS 135,000.0000 135,000.00 0.000 0.00 38 1500 MM ALTERNATIVE PIPE CULVERT M 750.0000 10,500.00 3.050 2,287.50 39 450 MM CORRUGATED STEEL PIPE M 650.0000 6,500.00 0.000 0.00 (1.63 MM THICK) 40 SLOPE PAVING (MASONRY BLOCK) M2 270.0000 891,810.00 0.000 0.00 41 CONCRETE BARRIER (TYPE 60E MODIFIED) M 660.0000 72,600.00 0.000 0.00 42 CONCRETE BARRIER (TYPE 736B) M 535.0000 85,600.00 76.500 40,927.50 PROGRAM CAS145 PAGE 14 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 01:14 PM ESTIMATE NO. 31 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,863,356.44 85,266,547.48 ADJUSTMENT OF COMPENSATION 0.00 1,113,505.60 EXTRA WORK 111,440.71 6,297,816.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,974,797.15 92,677,869.35 43 MOBILIZATION LS 2000,000.0000 12,000,000.00 1.000 12,000,000.00 ORIGINAL CONTRACT AMOUNT 138,440,897.75 TOTAL WORK COMPLETED 2,974,797.15 104,677,869.35 MATERIALS ON HAND ON SITE 1,660,039.96 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -28,000.00 -28,000.00 TOTAL 2,946,797.15 106,309,909.31 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/28/07 938 10/26/07 10/26/07 09/20/11 497 145 8 2 70% 60% PROGRESS IS SATISFACTORY BALALLO RAYMUNDO RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/10